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Seismic performance analysis of underground structures based on random field model of soil mechanical parameters

Chao Ma Shenghui Zhou Jingwei Chi

地震研究进展(英文)2022,Vol.2Issue(4):3-10,8.
地震研究进展(英文)2022,Vol.2Issue(4):3-10,8.

Seismic performance analysis of underground structures based on random field model of soil mechanical parameters

Seismic performance analysis of underground structures based on random field model of soil mechanical parameters

Chao Ma 1Shenghui Zhou 1Jingwei Chi1

作者信息

  • 1. School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture,Beijing 102616,China
  • 折叠

摘要

关键词

Underground structures/Random field/Seismic performance/FEM analysis/Variable coefficient

Key words

Underground structures/Random field/Seismic performance/FEM analysis/Variable coefficient

引用本文复制引用

Chao Ma,Shenghui Zhou,Jingwei Chi..Seismic performance analysis of underground structures based on random field model of soil mechanical parameters[J].地震研究进展(英文),2022,2(4):3-10,8.

基金项目

This paper was supported by the Beijing Natural Science Foundation(8212007)and the Pyramid Talent Training Project of Beijing University of Civil Engineering and Architecture(JDYC20200311). (8212007)

地震研究进展(英文)

OACSCD

2096-9996

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